image of CD36 | CD36 CL Inverted Galvanized
image of CD36 | CD36 CL Inverted Galvanized

Load Table

PDF - Download imperial load table
PS_RFD_CD36_CL_GALInv_Imp_105

Load Table

PDF - Download metric load table
PS_RFD_CD36_CL_GALInv_Met_105
Roof & Floor Deck

CD36 | CD36 CL Inverted Galvanized

Agway CD deck sections feature embossments rolled into the flutes, which interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.

Agway CD deck sections are listed in the following ULC floor assemblies:
F816; F817; F904; F906.

Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.

For more information, refer to CSSBI Fact Sheet #33

Measurement Type

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Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 36" 540" 36"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 914 mm 13.72 m 914 mm

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 AREA OF
STEEL		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf in2 ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 1.66 0.474 33 0.181 0.181 0.176
0.036 1.99 0.569 33 0.230 0.225 0.211
0.048 2.66 0.756 33 0.315 0.306 0.280
BASE STEEL
THICKNESS		 MASS
Z275		 AREA OF
STEEL		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m in2 MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 8.10 1004 230 9.82 9.89 0.241
0.914 9.72 1203 230 12.50 12.10 0.288
1.220 13.00 1600 230 16.90 16.50 0.383

Composite Slab Properties

OVERALL SLAB DEPTH, D (IN)
4.0 4.5 5.0 5.5 6.0
SLAB WEIGHT (PSF)
45.9 52.1 58.4 64.4 70.9
CONCRETE VOLUME (YD3/100FT2)
1.07 1.22 1.37 1.53 1.68
OVERALL SLAB DEPTH, D (MM)
100 110 120 130 140
SLAB WEIGHT (KPA)
2.07 2.30 2.52 2.75 2.97
CONCRETE VOLUME (M3/10M2)
0.86 0.96 1.06 1.16 1.26